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I40 EBL over CEDAR CREEK

Davie County, North Carolina

Map

Coordinates:
+35.96274, -80.52266
35°57'46" N, 80°31'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	I40 EBL over CEDAR CREEK
Structure number:	000000000590074
Location:	0.6 MI. W. JCT. SR1436
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Length of largest span:	38.1 ft. `[11.6 m]`
Total length:	121.1 ft. `[36.9 m]`
Roadway width between curbs:	40.0 ft. `[12.2 m]`
Deck width edge-to-edge:	42.0 ft. `[12.8 m]`
Skew angle:	15°
Owner:	State Highway Agency `[01]`
Year built:	1968
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 9 / H 10 `[1]`
Number of main spans:	3
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	19,500 `[as of 2015]`
Truck traffic:	23% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	96.2

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2018	Fair	Good	Good	Satisfactory	19500	96.2
December 2016	Fair	Good	Good	Satisfactory	18500	96.3
December 2014	Fair	Good	Good	Satisfactory	18500	96.3
December 2012	Good	Good	Good	Good	17500	95.4
December 2010	Good	Very Good	Good	Very Good	17000	95.4
December 2008	Good	Very Good	Good	Very Good	18000	95.3
December 2006	Good	Very Good	Good	Very Good	17500	95.4
December 2004	Good	Very Good	Good	Very Good	15500	95.6
December 2002	Good	Very Good	Good	Very Good	15500	95.6
January 2001	Good	Very Good	Good	Very Good	15750	95.5
April 1999	Good	Very Good	Good	Very Good	15250	96.6
January 1991	Good	Very Good	Very Good	Very Good	10400	97.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Girder/Beam	linear ft.	720	707	13	0	0
Deck
Reinforced Concrete Deck	sq. ft.	5,080	10	5,070	0	0
Substructure
Reinforced Concrete Column	each	6	6	0	0	0
Reinforced Concrete Abutment	linear ft.	94	94	0	0	0
Steel Pile	each	10	10	0	0	0
Reinforced Concrete Pier Cap	linear ft.	178	178	0	0	0
Joints
Pourable Joint	linear ft.	168	126	0	42	0
Bearings
Movable Bearing	each	18	18	0	0	0
Steel Protective Coating	sq. ft.	36	36	0	0	0
Fixed Bearing	each	18	18	0	0	0
Steel Protective Coating	sq. ft.	36	36	0	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	244	39	205	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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